Civil and Environmental Engineering at Duke

publications by James F. Wilson.


Papers Published

  1. Wilson, James F., Critical moments in hinge-connected beams subjected to transverse impact loading, International Journal of Impact Engineering, vol. 8 no. 4 (1989), pp. 323 - 329 [0734-743X(89)90021-3] .
    (last updated on 2007/04/09)

    Abstract:
    The dynamic system consists of two uniform, vertical beams, one above the other, with a hinge between them and an anchor hinge at the base. For a transverse load suddenly applied anywhere along the upper beam, the critical or peak moment in the lower beam of length l occurs at a distance yc = l/ root3 from its base. When this impact load is applied to the lower beam in the neighborhood of the hinge, a primary critical moment always occurs at the impact point; but a secondary critical moment may also occur at a predictable distance yc < l/ root3 which depends on the relative masses of the two beams.

    Keywords:
    Structural Analysis--Dynamic Response;Materials Testing--Impact;

 

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